[1] 郑健龙,周志刚,张起森.沥青路面抗裂设计理论与方法[M].北京:人民交通出版社,2002.
ZHENG Jianlong, ZHOU Zhigang, ZHANG Qisen. Theory and Method of Crack Resistance Design for Asphalt Pavement [M]. Beijing:Peoples Communications Press, 2002.
[2] 刘宇,张肖宁,王端宜.沥青混合料裂纹扩展阶段的疲劳寿命预测[J].华南理工大学学报(自然科学版),2008,36(2):45-51.
LIU Yu, ZHANG Xiaoning, WANG Duanyi.Prediction of fatigue life of asphalt mixture in crack growth stage[J]. Journal of South China University of Technology(Natural Science Edition), 2008, 36(2): 45-51.
[3] 王宏畅,黄晓明.级配碎石沥青路面反射裂缝扩展及寿命研究[J].武汉理工大学学报,2010,32(7):65-68.
WANG Hongchang, HUANG Xiaoming.Research on crack propagation and fatigue life of granular base asphalt pavement[J]. Journal of Wuhan University of Technology, 2010, 32(7): 65-68.
[4] 钱振东,王江洋.环氧沥青混凝土裂纹起裂与失稳扩展的临界特征[J].工程力学,2015,32(1):96-103.
QIAN Zhendong, WANG Jiangyang. Criticalcharacteristics of crack initiation and unstable propagation for epoxy asphalt concrete[J]. Engineering Mechanics,2015, 32(1): 96-103.
[5] 栾利强.半刚性基层沥青路面疲劳裂缝扩展与寿命预估研究[J].土木工程学报,2017,50(9):118-128.
LUAN Liqiang.Fatigue crack growth and life prediction of semi-rigid base asphalt pavement[J].China Civil Engineering Journal, 2017,50(9):118-128.
[6] 程靳,赵树山.断裂力学[M].北京:科学出版社,2006.
CHENG Jìn, ZHAO Shushan. Fracture Mechanics [M]. Beijing:Science Press, 2006.
[7] 解德,钱勤,李长安.断裂力学中的数值计算方法及工程应用[M].北京:科学出版社,2009.
XIE De, QIAN Qin, LI Changan. Numerical Calculation Method and Engineering Application in Fracture Mechanics[M]. Beijing: Science Press, 2009.
[8] 王立志,马德军,石新正,等.Vickers压入识别氮化硅断裂韧性[J].中国测试,2017,43(8):129-135.
WANG Lizhi, MA Dejun, SHI Xinzheng, et al. Determining the fracture toughness of silicon nitride by Vickers indenter [J]. China Measurement & Test, 2017, 43(8): 129-135.
[9] 李海枫,杨波,张国新,等.不同缝面形态下诱导缝开裂效果对比研究[J].水利学报,2017,48(10):1167-1174.
LI Haifeng, YANG Bo, ZHANG Guoxin, et al. Comparative study on effect of induced joints of different interface patterns[J]. Journal of Hydraulic Engineering, 2017, 48(10): 1167-1174.
[10] 张华,张海伟,郝培文.基于断裂力学的钢桥面鼓泡扩展准则及影响因素研究[J].合肥工业大学学报(自然科学版),2016,39(5):671-676.
ZHANG Hua, ZHANG Haiwei, HAO Peiwen.Research on propagation criterion and influence factors of blisters on steel deck bridge pavement based on fracture mechanics[J]. Journal of Hefei University of Technology(Natural Science), 2016, 39(5): 671-676.
[11] RYBICKI E F, KANNINEN M F. A finite element calculation of stress intensity factors by a modified crack closure integral[J]. Engineering Fracture Mechanics, 1977, 9(4):931-938.
[12] 王自强,陈少华.高等断裂力学[M].北京:科学出版社,2009.
WANG Ziqiang, CHEN Shaohua. Advanced Fracture Mechanics[M]. Beijing:Science Press, 2009.
[13] 周娟兰,郑木莲,马强,等.设应力吸收层的复合式路面反射裂缝扩展路径模拟[J].铁道科学与工程学报,2016,13(8):1507-1514.
ZHOU Juanlan, ZHENG Mulian, MA Qiang, et al. Simulation of reflective crack propagation path for complex pavement with stress absorbing layer[J]. Journal of Railway Science and Engineering, 2016, 13(8): 1507-1514.
[14] 廖公云,黄晓明.ABAQUS有限元软件在道路工程中的应用[M].南京:东南大学出版社,2008.
LIAO Gongyun, HUANG Xiaoming. Application of ABAQUS Finite Element Software in Road Engineering [M].Nanjing:Southeast University Press, 2008. |